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St. Anthony 2040 Comprehensive Plan Chapter 7: Sanitary Sewer <br />148 <br /> <br />TABLE 7-7: TRUNK SEWER CAPACITY ANALYSIS <br />Metershed Trunk Sewer Location <br />Total <br />Capacity <br />(gpm) <br />Existing <br />Max <br />Flow <br />(gpm) <br />2040 <br />Max <br />Flow <br />(gpm) <br />2040 <br />Remaining <br />Capacity <br />(gpm) <br />M131 <br />(unmetered) <br />Flowing west across <br />parcels from Roosevelt <br />St to Stinson Blvd <br />412 378 378 34 <br />M055 <br />Chandler Dr, from 10'' <br />pipe add-in to Lift <br />Station <br />4,686 1,833 1,973 2,713 <br />M055A <br />Parallel to Highcrest Rd, <br />leading to 1-RV-430 <br />interceptor <br />533 416 416 117 <br />M104 <br />Flowing west on Lowry <br />Ave to 1-MN-302 <br />Interceptor <br />4,460 2,960 4,180 226 <br />The wastewater from the potential development of Lowry Grove is <br />planned to enter the system at the 24-inch diameter PVC gravity main in <br />the alley south of 27th Avenue NE. The pipe and downstream system are <br />capable of handling the increased sanitary flows proposed from the <br />development, according to the City’s sanitary sewer model. Depending on <br />the final grading of the site, a 600 gpm sanitary sewer lift station with a <br />10-inch inner diameter forcemain will likely be required. <br />